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    Wave Transmission over Submerged Breakwaters

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author:
    Nobuhisa Kobayashi
    ,
    Andojo Wurjanto
    DOI: 10.1061/(ASCE)0733-950X(1989)115:5(662)
    Publisher: American Society of Civil Engineers
    Abstract: Monochromatic wave reflection and transmission over a submerged impermeable breakwater is predicted numerically by slightly modifying the numerical model developed previously for predicting wave reflection and run‐up on rough or smooth impermeable slopes. The slight modification is related to the landward boundary condition required for the transmitted wave propagating landward. In addition to the conservation equations of mass and momentum used to compute the flow field, an equation of energy is derived to estimate the rate of energy dissipation due to wave breaking. The computed reflection and transmission coefficients are shown to be in agreement with available small‐scale test data. The numerical model also predicts the spatial variation of the energy dissipation, the mean water level difference, and the time‐averaged volume flux per unit width, although available measurements are not sufficient for evaluating the capabilities and limitations of the numerical model for predicting these quantities.
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      Wave Transmission over Submerged Breakwaters

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40768
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorNobuhisa Kobayashi
    contributor authorAndojo Wurjanto
    date accessioned2017-05-08T21:09:22Z
    date available2017-05-08T21:09:22Z
    date copyrightSeptember 1989
    date issued1989
    identifier other%28asce%290733-950x%281989%29115%3A5%28662%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40768
    description abstractMonochromatic wave reflection and transmission over a submerged impermeable breakwater is predicted numerically by slightly modifying the numerical model developed previously for predicting wave reflection and run‐up on rough or smooth impermeable slopes. The slight modification is related to the landward boundary condition required for the transmitted wave propagating landward. In addition to the conservation equations of mass and momentum used to compute the flow field, an equation of energy is derived to estimate the rate of energy dissipation due to wave breaking. The computed reflection and transmission coefficients are shown to be in agreement with available small‐scale test data. The numerical model also predicts the spatial variation of the energy dissipation, the mean water level difference, and the time‐averaged volume flux per unit width, although available measurements are not sufficient for evaluating the capabilities and limitations of the numerical model for predicting these quantities.
    publisherAmerican Society of Civil Engineers
    titleWave Transmission over Submerged Breakwaters
    typeJournal Paper
    journal volume115
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1989)115:5(662)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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